Bridge Statistics for West Fargo, North Dakota (ND)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 913524,  Location: 4 EAST OF MAPLETON (Lat: 46.891558,  Lng: -96.972253),  Route carried "on" structure: County highway 930,  Year Built: 1947,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 575 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 500 (year 2039),  Features Intersected: DRAIN 14,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.280,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 913622,  Location: 5 EAST 2 NORTH MAPLETON (Lat: 46.927672,  Lng: -96.946311),  Route carried "on" structure: County highway ,  Year Built: 1943,  Year Reconstructed: 2010,  Status: Posted for load,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 20 (year 2020),  Average Future Daily Traffic: 20 (year 2040),  Features Intersected: MAPLE RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 21.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $263,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 9136231,  Location: 4 EAST 1 NORTH MAPLETON (Lat: 46.905728,  Lng: -96.965764),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 10 (year 2019),  Average Future Daily Traffic: 20 (year 2039),  Features Intersected: COUNTY DRAIN 14,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 913821,  Location: 2 WEST 3 SOUTH OF HARWOOD (Lat: 46.935556,  Lng: -96.920408),  Route carried "on" structure: County highway 928,  Year Built: 1957,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 180 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 430 (year 2039),  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.976,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9138231,  Location: 1 NORTH 1 WEST RIVERSIDE (Lat: 46.905514,  Lng: -96.909011),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 75 (year 2019),  Average Future Daily Traffic: 75 (year 2039),  Design Load: H 20,  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $159,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 913827,  Location: 2 SOUTH 1 WEST WEST FARGO (Lat: 46.848097,  Lng: -96.923547),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 60 (year 2017),  Average Future Daily Traffic: 60 (year 2037),  Design Load: HS 20,  Features Intersected: SHEYENNE DIVERSION,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 9138281,  Location: 3 SOUTH 1 WEST WEST FARGO (Lat: 46.833583,  Lng: -96.925833),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 170 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 170 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE DIVERSION,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 913829,  Location: 4 SOUTH 1 WEST WEST FARGO (Lat: 46.818975,  Lng: -96.923917),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 170 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 170 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE DIVERSION,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 91383,  Location: 5 SOUTH 1 WEST WEST FARGO (Lat: 46.804522,  Lng: -96.925542),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 170 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 170 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE DIVERSION,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 91393,  Location: 4 SOUTH OF WEST FARGO (Lat: 46.804119,  Lng: -96.901669),  Route carried "on" structure: County highway 944,  Year Built: 1971,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,750 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,500 (year 2039),  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.808,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WF01,  Location: 19TH AVE NW - WEST FARGO (Lat: 46.906667,  Lng: -96.868333),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CASS COUNTY DRAIN 21,  Facility Carried by Structure: 19TH AVE NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: WF09,  Location: 13TH AVE WEST WEST FARGO (Lat: 46.861667,  Lng: -96.906667),  Route carried "on" structure: City street 9233,  Year Built: 2005,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,900 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: 13TH AVE.WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: WF11,  Location: 7TH AVE WEST-WEST FARGO (Lat: 46.868333,  Lng: -96.905000),  Route carried "on" structure: City street 9229,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,050 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,300 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: 7TH AVE WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: WF12,  Location: CITY OF WEST FARGO (Lat: 46.891667,  Lng: -96.906667),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,800 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,185 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: 12TH AVE NW-WF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: WF17,  Location: SHEYENNE STREET-W FARGO (Lat: 46.853333,  Lng: -96.903333),  Route carried "on" structure: City street 9232,  Year Built: 1993,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,500 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: SHEYENNE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.6m (8.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: WF2,  Location: CITY OF WEST FARGO (Lat: 46.891436,  Lng: -96.917936),  Route carried "on" structure: City street 9221,  Year Built: 1991,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,300 (year 2039),  Design Load: HS 20,  Features Intersected: SHEYENNE DIVERSION,  Facility Carried by Structure: 12TH AVE NW-WF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WF21,  Location: 2 SOUTH OF WEST FARGO (Lat: 46.833456,  Lng: -96.904644),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 250 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 250 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: WF22,  Location: 1 SOUTH WEST FARGO (Lat: 46.843900,  Lng: -96.907600),  Route carried "on" structure: County highway 949,  Year Built: 1991,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,350 (year 2039),  Design Load: HS 20,  Features Intersected: SHEYENNE DIVERSION,  Facility Carried by Structure: COUNTY HIGHWAY 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.135,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WF23,  Location: 1 SOUTH WEST FARGO (Lat: 46.844017,  Lng: -96.907744),  Route carried "on" structure: County highway 949,  Year Built: 2019,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,350 (year 2039),  Design Load: HL 93,  Features Intersected: SHEYENNE DIVERSION,  Facility Carried by Structure: COUNTY HIGHWAY 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.135,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WF24,  Location: 3 SOUTH OF WEST FARGO (Lat: 46.818900,  Lng: -96.899400),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 120 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 130 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER,  Facility Carried by Structure: 40TH AVE SO.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 10934484,  Location: IN WEST FARGO (Lat: 46.876667,  Lng: -96.906667),  Route carried "on" structure: US 10,  Year Built: 2016,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 13,780 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,780 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1503.585,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $312,000

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Structure Number: 10936658,  Location: 45TH ST. & MAIN AVE. (Lat: 46.876258,  Lng: -96.861286),  Route carried "on" structure: US 10,  Year Built: 1931,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 21,900 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,900 (year 2039),  Design Load: HS 20,  Features Intersected: LEGAL DRAIN 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1507.083,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 94342721,  Location: 7 WEST OF I-29 (Lat: 46.877633,  Lng: -96.968606),  Route carried "on" structure: State highway ,  Year Built: 2003,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 340 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 380 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-94/RAYMOND INTERCHANGE,  Facility Carried by Structure: ND HWY 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 551.439,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94343166 L,  Location: 6 WEST OF I-29 (Lat: 46.877714,  Lng: -96.959300),  Route carried "on" structure: Interstate 94,  Year Built: 1990,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,800 (year 2039),  Design Load: HS 20,  Features Intersected: SHEYENNE RIVER DIVERSION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 552.154,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94343166 R,  Location: 6 WEST OF I-29 (Lat: 46.877517,  Lng: -96.959278),  Route carried "on" structure: Interstate 94,  Year Built: 1990,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,800 (year 2039),  Design Load: HS 20,  Features Intersected: SHEYENNE RIVER DIVERSION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 552.154,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94343803,  Location: 5 WEST OF I-29 (Lat: 46.875000,  Lng: -96.946667),  Route carried "on" structure: US 10,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 4,750 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,750 (year 2039),  Design Load: HS 20,  Features Intersected: I-94/W.FARGO INT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1500.594,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94346396 L,  Location: 3 WEST OF I-29 (Lat: 46.849872,  Lng: -96.907408),  Route carried "on" structure: Interstate 94,  Year Built: 2018,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 5,250 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,250 (year 2039),  Design Load: HL 93,  Features Intersected: HORACE ROAD INTERCHANGE
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 557.462,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94346400 R,  Location: 3 WEST OF I-29 (Lat: 46.848333,  Lng: -96.906667),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 5,250 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,250 (year 2039),  Design Load: HL 93,  Features Intersected: HORACE ROAD INTERCHANGE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 557.468,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94346756,  Location: 3 WEST OF I-29 (Lat: 46.848333,  Lng: -96.901667),  Route carried "on" structure: Interstate 94,  Year Built: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,600 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,600 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SHEYENNE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 557.930,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021

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Structure Number: 9434759,  Location: 2 WEST OF I-29 (Lat: 46.848333,  Lng: -96.881667),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 25,100 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-94/9TH ST.INTERCHANGE,  Facility Carried by Structure: 9TH ST.WEST FARGO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 559.272,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WF07 B,  Location: CR 19 WEST FARGO (Lat: 46.883333,  Lng: -96.913333),  Route carried "under" structure: City street 9224,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2010),  Truck Traffic: 5%,  Features Intersected: COUNTY HIGHWAY 19,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.965,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: WF13 B,  Location: CENTER STREET WEST FARGO (Lat: 46.881667,  Lng: -96.898333),  Route carried "under" structure: City street 9236,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 4%,  Features Intersected: CENTER STREET,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 1.126,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 94342721,  Location: 7 WEST OF I-29 (Lat: 46.877633,  Lng: -96.968606),  Route carried "under" structure: Interstate 94,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 13,705 (year 2011),  Truck Traffic: 15%,  Features Intersected: I-94/RAYMOND INTERCHANGE,  Facility Carried by Structure: ND HWY 10
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 551.556,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 94342721,  Location: 7 WEST OF I-29 (Lat: 46.877633,  Lng: -96.968606),  Route carried "under" structure: Interstate 94,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 13,705 (year 2011),  Truck Traffic: 15%,  Features Intersected: I-94/RAYMOND INTERCHANGE,  Facility Carried by Structure: ND HWY 10
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 551.556,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 94343803,  Location: 5 WEST OF I-29 (Lat: 46.875000,  Lng: -96.946667),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2011),  Truck Traffic: 16%,  Features Intersected: I-94/W.FARGO INT.,  Facility Carried by Structure: US HIGHWAY 10
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 553.297,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 94343803,  Location: 5 WEST OF I-29 (Lat: 46.875000,  Lng: -96.946667),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2011),  Truck Traffic: 16%,  Features Intersected: I-94/W.FARGO INT.,  Facility Carried by Structure: US HIGHWAY 10
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 553.297,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 94346396 L,  Location: 3 WEST OF I-29 (Lat: 46.849872,  Lng: -96.907408),  Route carried "under" structure: City street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 5,250 (year 2018),  Truck Traffic: 16%,  Features Intersected: HORACE ROAD INTERCHANGE,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 94346400 R,  Location: 3 WEST OF I-29 (Lat: 46.848333,  Lng: -96.906667),  Route carried "under" structure: City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 2,625 (year 2018),  Truck Traffic: 16%,  Features Intersected: HORACE ROAD INTERCHANGE,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 94346400 R,  Location: 3 WEST OF I-29 (Lat: 46.848333,  Lng: -96.906667),  Route carried "under" structure: City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 2,625 (year 2018),  Truck Traffic: 16%,  Features Intersected: HORACE ROAD INTERCHANGE,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 9434759,  Location: 2 WEST OF I-29 (Lat: 46.848333,  Lng: -96.881667),  Route carried "under" structure: Interstate 94,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 28,300 (year 2011),  Truck Traffic: 7%,  Features Intersected: I-94/9TH ST.INTERCHANGE,  Facility Carried by Structure: 9TH ST.WEST FARGO
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 559.392,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 9434759,  Location: 2 WEST OF I-29 (Lat: 46.848333,  Lng: -96.881667),  Route carried "under" structure: Interstate 94,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 28,300 (year 2011),  Truck Traffic: 7%,  Features Intersected: I-94/9TH ST.INTERCHANGE,  Facility Carried by Structure: 9TH ST.WEST FARGO
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 559.392,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)